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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pochop, Victor | Status: Constructed | ||
| Location: T2S, R35W, Sec. 33, SE SW NE SE | County: Rawlins | ||
| Directions: RR 2, Atwood | |||
| Latitude: 39.8324442 | Longitude: -101.2440599 | Datum NAD 27 | |
| Latitude: 39.832444 | Longitude: -101.2445 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.832444 | GPS Longitude: -101.2445 | Datum NAD83 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 140 ft. | Elevation: 3089 ft. | |
| Static Water Level: 40 ft. | Est. Yield: 17 gpm. | |
| Comp. Date: 15-Nov-2016 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Wilcox Well Drilling, LLC | License #: 701 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 40 ft. | ||
| Bore hole diameter: 9 inches to 140 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4 in. to 140 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 100 ft to 140 ft | |
| Gravel pack intervals | From: 0 ft to 5 ft
From: 25 ft to 140 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: Creek | ||
| Direction from well: S | Distance: 1500 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | top soil | |
| From: 5 ft. to 60 ft. | sandy soil, dark clay | |
| From: 60 ft. to 120 ft. | hard brown clay | |
| From: 120 ft. to 135 ft. | sandy gravel | |
| From: 135 ft. to 140 ft. | ochre/shale | |